Experimental behaviour of high-strength steel web shear panels-Reference-Cited by-同舟云学术

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Experimental behaviour of high-strength steel web shear panels

Published:2009-07 Issue:7 Volume:31 Page:1543-1555
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Girão Coelho Ana M.,Bijlaard Frans S.K.,Kolstein Henk

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Use and application of high-performance steels for steel structures,2005

2. Shear in steel beam-to-column connections;Fielding;Welding J,1971

3. Panel zone effect on the strength and stiffness of steel rigid frames;Becker;Eng J AISC,1975

4. Shear in beam–column joints in seismic design of steel frames;Krawinkler;Eng J AISC,1978

5. Frame analysis with panel zone deformation;Lui;Int J Solids Struct,1986

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1. Cyclic behavior of high-strength steel beam-to-column welded flange-bolted web connections;Thin-Walled Structures;2024-08

2. Welded beam-to-column steel joints: Assessment of European design rules;Thin-Walled Structures;2024-06

3. A numerical model simulating cyclic behavior of high-strength steel;Advances in Structural Engineering;2024-05-15

4. Cyclic behavior of dual-steel beam-to-column welded flange-bolted web connections;Thin-Walled Structures;2024-02

5. Experimental study on seismic behavior of high strength steel flange-plate connections with box columns;Thin-Walled Structures;2024-01

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